UpahDAFTAR HARGA UPAH DAN BAHANNOURAIANSATUANHARGA (Rp)KET.12345A. UPAH PEKERJA HARIAN1PekerjaOH45,000.002Tukang BatuOH60,000.003Tukang KayuOH60,000.003Kepala TukangOH75,000.004MandorOH70,000.00B. HARGA BAHAN1Tanah urugm349,000.002Pasir urugm3110,000.003Pasir pasang (beton)m3110,000.004Kerikil (beton)m3110,000.005Pasir pasang (beton)kg78.576Kerikil (beton)Kg81.487BatuKali/batu belah (15/20) cmm3180,000.008Batu bataBh600.009Semen Portland @ 40 Kgkg1,075.0010Semen warnaKg2,125.0011Keramik dinding 20 x 25 cmBh3,000.0012Keramik lantai 20 x 20 cm anti slipBh2,900.0013Keramik 30 x 30 cmBh4,000.0014Keramik lantai 40 x 40 cmBh9,500.0015Keramik lantai 40 x 40 cm kulit jerukBh10,000.0016Bonbon keramik setelah dipasangBh15,000.0017Besi beton poloskg13,000.0018Besi beton ulirkg15,000.0019Besi Stripkg19,000.0018Kawat betonkg19,000.0019Pakukg16,000.0020Paku sengkg16,000.0021Paku Scrupkg16,000.0022Seng Genteng Metal 0.30m242,000.0023Rabung Genteng Metalm121,200.0024Kayu Seumantok/Damar laut ( Kelas I)m34,700,000.0025Kayu rangka atap klas II (sejenis sembarang keras)m33,500,000.0026Kayu rangka plafond (sejenis sembarang keras)m32,900,000.0027Kayu bekisting Kelas IIIm33,100,000.00Papan Kayu (Kelas II)m33,500,000.0028Kayu Dolken 8 - 10 cmBtg10,000.00Kaso-Kasom31,800,000.0029Lem kayuBh15,000.0029Plywood Tebal 4 mmLbr70,000.0030Tripleks Tebal 4 mmLbr76,000.0031Gypsum Board 9 mmLbr39,000.0032Calsi Board 6 mmLbr42,000.0033List Kayu Profilm13,900.00List Profil Gypsumm112,000.00Tepung Gypsumkg15,000.0034Kaca 5 mmm299,000.0035Cat meni kayu/besikg23,000.0036Cat minyakkg42,000.0037Cat Dasarkg17,000.0038Cat Tembokkg17,000.0038Dempul/Plamirkg19,000.0039Minyak bekistingltr10,000.0040Kertas amplasLbr2,000.0041Kloset dudukBh1,400,000.0042Kloset jongkokBh129,000.0043WastafelBh549,000.0044UrinoirBh1,000,000.0045Bak cuci stainles steelBh658,000.0046Water drain + asesoriesSet300,000.0047Kran 1/2"Bh16,000.0048Floor drainBh21,000.0049Seal tapeBh4,000.0050IjukKg5,000.0050Airltr25.00

AnalisaDAFTAR ANALISAANALISAURAIANKOEF.SAT.HARGA SATUAN (Rp.)JUMLAH HARGA (Rp.)123456=(3x5)I.PEKERJAAN TANAHSNI. 2835:2008-6.1Menggali 1 m3 tanah biasa sedalam 1 meterPekerja0.750OH45,000.0033,750.00Mandor0.025OH70,000.001,750.00Jumlah35,500.00Dibulatkan35,500.00SNI. 2835:2008-6.2Menggali 1 m3 tanah biasa sedalam 2 meterPekerja0.900OH45,000.0040,500.00Mandor0.045OH70,000.003,150.00Jumlah43,650.00Dibulatkan43,600.00SNI. 2835:2008-6.3Menggali 1 m3 tanah biasa sedalam 3 meterPekerja1.050OH45,000.0047,250.00Mandor0.067OH70,000.004,690.00Jumlah51,940.00Dibulatkan51,900.00SNI. 2835:2008 6.7Mengerjakan 1 m2 stripping tebing setinggi 1 meterPekerja0.050OH45,000.002,250.00Mandor0.005OH70,000.00350.00Jumlah2,600.00Dibulatkan2,600.00SNI. 2835:2008 6.11Mengurug 1 m3 pasir urugPasir Urug1.200m3110,000.00132,000.00Pekerja0.300OH45,000.0013,500.00Mandor0.010OH70,000.00700.00Jumlah146,200.00Dibulatkan146,200.00SNI. 2835:2008 6.14Memasang 1 m2 lapisan ijuk tebal 10 cm , untuk bidang resapan.Ijuk6.000m35,000.0030,000.00Pekerja0.300OH45,000.0013,500.00Mandor0.010OH70,000.00700.00Jumlah44,200.00Dibulatkan44,200.00IIPEKERJAAN PONDASISNI. 2836:2008 6.1Memasang 1 m3 pondasi batu belah, campuran 1 PC : 3 PPBatu Belah 15 cm /20 cm1.200m3180,000.00216,000.00Semen Portland202.000kg1,075.00217,150.00Pasir Pasang0.485m3110,000.0053,350.00Pekerja1.500OH45,000.0067,500.00Tukang Batu0.750OH60,000.0045,000.00Kepala Tukang0.075OH75,000.005,625.00Mandor0.075OH70,000.005,250.00Jumlah609,875.00Dibulatkan609,800.00SNI. 2836:2008 6.2Memasang 1 m3 pondasi batu belah, campuran 1 PC : 4 PPBatu Belah 15 cm /20 cm1.200m3180,000.00216,000.00Semen Portland163.000kg1,075.00175,225.00Pasir Pasang0.520m3110,000.0057,200.00Pekerja1.500OH45,000.0067,500.00Tukang Batu0.750OH60,000.0045,000.00Kepala Tukang0.075OH75,000.005,625.00Mandor0.075OH70,000.005,250.00Jumlah571,800.00Dibulatkan571,800.00SNI. 2836:2008 6.3Memasang 1 m3 pondasi batu belah, campuran 1 PC : 5 PPBatu Belah 15 cm /20 cm1.200m3180,000.00216,000.00Semen Portland136.000kg1,075.00146,200.00Pasir Pasang0.544m3110,000.0059,840.00Pekerja1.500OH45,000.0067,500.00Tukang Batu0.750OH60,000.0045,000.00Kepala Tukang0.075OH75,000.005,625.00Mandor0.075OH70,000.005,250.00Jumlah545,415.00Dibulatkan545,400.00SNI. 2836:2008 6.4Memasang 1 m3 pondasi batu belah, campuran 1 PC : 6 PPBatu Belah 15 cm /20 cm1.200m3180,000.00216,000.00Semen Portland117.000kg1,075.00125,775.00Pasir Pasang0.561m3110,000.0061,710.00Pekerja1.500OH45,000.0067,500.00Tukang Batu0.750OH60,000.0045,000.00Kepala Tukang0.075OH75,000.005,625.00Mandor0.075OH70,000.005,250.00Jumlah185,085.00Dibulatkan185,000.00SNI. 2836:2008 6.5Memasang 1 m3 pondasi batu belah, campuran 1 PC : 8 PPBatu Belah 15 cm /20 cm1.200m3180,000.00216,000.00Semen Portland91.000kg1,075.0097,825.00Pasir Pasang0.584m3110,000.0064,240.00Pekerja1.500OH45,000.0067,500.00Tukang Batu0.750OH60,000.0045,000.00Kepala Tukang0.075OH75,000.005,625.00Mandor0.075OH70,000.005,250.00Jumlah187,615.00Dibulatkan187,600.00SNI.2836:2008 6.9Memasang 1 m3 batu kosong (anstamping)Batu Belah 15 cm /20 cm1.200m3180,000.00216,000.00Pasir Urug0.432m3110,000.0047,520.00Pekerja0.780OH45,000.0035,100.00Tukang Batu0.390OH60,000.0023,400.00Kepala Tukang0.039OH75,000.002,925.00Mandor0.039OH70,000.002,730.00Jumlah327,675.00Dibulatkan327,600.00SNI.2836:2008 6.10Memasang 1 m3 pondasi siklop, 60% beton campuran 1 PC : 2 PB : 3 KR dan 40 % Batu BelahBatu Belah 15 cm/20 cm0.480m3180,000.0086,400.00Semen Portland194.000kg1,075.00208,550.00Pasir Beton0.312m3110,000.0034,320.00Kerikil0.468m3110,000.0051,480.00Besi Beton126.000kg13,000.001,638,000.00Kawat Beton1.800kg19,000.0034,200.00Pekerja3.400OH45,000.00153,000.00Tukang Batu0.850OH60,000.0051,000.00Kepala Tukang0.085OH75,000.006,375.00Mandor0.170OH70,000.0011,900.00Jumlah2,275,225.00Dibulatkan2,275,200.00SNI.2836:2008 6.11Memasang 1 m3 pondasi sumuran, diameter 100 cmBatu Belah 15 cm/20 cm0.450m3180,000.0081,000.00Semen Portland194.000kg1,075.00208,550.00Pasir Beton0.312m3110,000.0034,320.00Kerikil0.468m3110,000.0051,480.00Pekerja2.400OH45,000.00108,000.00Tukang Batu0.800OH60,000.0048,000.00Kepala Tukang0.080OH75,000.006,000.00Mandor0.119OH70,000.008,330.00Jumlah545,680.00Dibulatkan545,600.00IIIPEKERJAAN PLESTERANSNI. 2837:2008 6.1Membuat 1 m2 plesteran 1 PC : 1 PP, tebal 15 mmSemen Portland15.504kg1,075.0016,666.80Pasir Pasang0.016m3110,000.001,760.00Pekerja0.300OH45,000.0013,500.00Tukang Batu0.150OH60,000.009,000.00Kepala Tukang0.015OH75,000.001,125.00Mandor0.015OH70,000.001,050.00Jumlah43,101.80Dibulatkan43,100.00SNI. 2837:2008 6.2Membuat 1 m2 plesteran 1 PC : 2 PP, tebal 15 mmSemen Portland10.224kg1,075.0010,990.80Pasir Pasang0.020m3110,000.002,200.00Pekerja0.300OH45,000.0013,500.00Tukang Batu0.150OH60,000.009,000.00Kepala Tukang0.015OH75,000.001,125.00Mandor0.015OH70,000.001,050.00Jumlah37,865.80Dibulatkan37,800.00SNI. 2837:2008 6.3Membuat 1 m2 plesteran 1 PC : 3 PP, tebal 15 mmSemen Portland7.776kg1,075.008,359.20Pasir Pasang0.023m3110,000.002,530.00Pekerja0.300OH45,000.0013,500.00Tukang Batu0.150OH60,000.009,000.00Kepala Tukang0.015OH75,000.001,125.00Mandor0.015OH70,000.001,050.00Jumlah35,564.20Dibulatkan35,500.00SNI. 2837:2008 6.4Membuat 1 m2 plesteran 1 PC : 4 PP, tebal 15 mmSemen Portland6.240kg1,075.006,708.00Pasir Pasang0.024m3110,000.002,640.00Pekerja0.300OH45,000.0013,500.00Tukang Batu0.150OH60,000.009,000.00Kepala Tukang0.015OH75,000.001,125.00Mandor0.015OH70,000.001,050.00Jumlah34,023.00Dibulatkan34,000.00SNI. 2837:2008 6.27Membuat 1 m2 acianSemen Portland3.250kg1,075.003,493.75Pekerja0.200OH45,000.009,000.00Tukang Batu0.100OH60,000.006,000.00Kepala Tukang0.010OH75,000.00750.00Mandor0.010OH70,000.00700.00Jumlah19,943.75Dibulatkan19,900.00IVPEKERJAAN LANGIT-LANGITSNI. 2839:2008 6.7Memasang 1 m2 langit-langit gypsum board ukuran (1200x2400x9) mm,Gypsum Board0.364kg39,000.0014,196.00Paku Skrup0.110m316,000.001,760.00Pekerja0.100OH45,000.004,500.00Tukang Kayu0.050OH60,000.003,000.00Kepala Tukang0.005OH75,000.00375.00Mandor0.005OH70,000.00350.00Jumlah8,225.00Dibulatkan8,200.00SNI. 2839:2008 6.8Memasang 1 m list plafond gysum profilList gypsum profil1.050m'12,000.0012,600.00Tepung Gypsum0.150kg15,000.002,250.00Pekerja0.060OH45,000.002,700.00Tukang Kayu0.060OH60,000.003,600.00Kepala Tukang0.006OH75,000.00450.00Mandor0.003OH70,000.00210.00Jumlah21,810.00Dibulatkan21,800.00SNI. 2839:2008 6.10Memasang 1 m list langit-langit kayu profilList Kayu Profil1.050m'3,900.004,095.00Paku0.010kg16,000.00160.00Pekerja0.050OH45,000.002,250.00Tukang Kayu0.050OH60,000.003,000.00Kepala Tukang0.005OH75,000.00375.00Mandor0.003OH70,000.00210.00Jumlah10,090.00Dibulatkan10,000.00VPEKERJAAN KAYUSNI. 3434:2008 6.1Membuat dan memasang 1 m3 kusen pintu dan kusen jendela, kayu kelas IBalok Kayu1.100m34,700,000.005,170,000.00Paku 10 cm1.250kg16,000.0020,000.00Lem Kayu1.000kg15,000.0015,000.00Pekerja7.000OH45,000.00315,000.00Tukang Kayu21.000OH60,000.001,260,000.00Kepala Tukang2.100OH75,000.00157,500.00Mandor0.350OH70,000.0024,500.00Jumlah6,962,000.00Dibulatkan6,962,000.00SNI. 3434:2008 6.2Membuat dan memasang 1 m3 kusen pintu dan kusen jendela, kayu kelas II atau kelas IIIBalok Kayu1.200m33,500,000.004,200,000.00Paku 10 cm1.250kg16,000.0020,000.00Lem Kayu1.000kg15,000.0015,000.00Pekerja6.000OH45,000.00270,000.00Tukang Kayu18.000OH60,000.001,080,000.00Kepala Tukang1.800OH75,000.00135,000.00Mandor0.300OH70,000.0021,000.000.5Jumlah5,741,000.00Dibulatkan5,741,000.00SNI. 3434:2008 6.5Membuat dan memasang 1 m2 daun pintu panel, kayu kelas I atau IIPapan Kayu0.040m33,500,000.00140,000.00Lem Kayu0.500kg15,000.007,500.00Pekerja1.000OH45,000.0045,000.00Tukang Kayu3.000OH60,000.00180,000.00Kepala Tukang0.300OH75,000.0022,500.00Mandor0.050OH70,000.003,500.00Jumlah398,500.00Dibulatkan398,500.00SNI. 3434:2008 6.6Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas I atau IIPapan Kayu0.024m33,500,000.0084,000.00Lem Kayu0.300kg15,000.004,500.00Pekerja0.800OH45,000.0036,000.00Tukang Kayu2.400OH60,000.00144,000.00Kepala Tukang0.240OH75,000.0018,000.00Mandor0.040OH70,000.002,800.00Jumlah289,300.00Dibulatkan289,300.00SNI. 3434:2008 6.7Membuat dan memasang 1 m2 pintu dan jendela jalusi kayu kelas I atau IIPapan Kayu0.064m33,500,000.00224,000.00Lem Kayu0.500kg15,000.007,500.00Pekerja1.000OH45,000.0045,000.00Tukang Kayu3.000OH60,000.00180,000.00Kepala Tukang0.300OH75,000.0022,500.00Mandor0.050OH70,000.003,500.00Jumlah482,500.00Dibulatkan482,500.00SNI. 3434:2008 6.8Membuat dan memasang 1 m2 pintu kayu lapis (plywood) rangkap, rangka tertutup kayu kelas II (lebar sampai 90 cm)Papan Kayu0.025m33,500,000.0087,500.00Paku 1 cm- 2,5 cm0.030kg16,000.00480.00Lem Kayu0.030kg15,000.00450.00Plywood tebal 4 mm Ukuran (90 x 220 ) cm1.000Lbr70,000.0070,000.00Pekerja0.700OH45,000.0031,500.00Tukang Kayu2.100OH60,000.00126,000.00Kepala Tukang0.210OH75,000.0015,750.00Mandor0.035OH70,000.002,450.00Jumlah246,150.00Dibulatkan246,100.00SNI. 3434:2008 6.13Memasang 1 m3 konstruksi kuda-kuda konvensional, kayu kelas I, II dan III bentang 6 mBalok kayu1.100m34,700,000.005,170,000.00Besi strip tebal 5 mm15.000kg19,000.00285,000.00Paku 12 cm5.600kg16,000.0089,600.00Pekerja4.000OH45,000.00180,000.00Tukang Kayu12.000OH60,000.00720,000.00Kepala Tukang1.200OH75,000.0090,000.00Mandor0.200OH70,000.0014,000.00Jumlah6,548,600.00Dibulatkan6,548,600.00SNI. 3434:2008 6.19Memasang 1 m2 rangka langit-langit (50 x 100) cm, kayu kelas II atau IIIKaso-kaso (5 x 7 ) cm0.015m31,800,000.0027,000.00Paku 7 cm -10 cm0.200kg16,000.003,200.00Pekerja0.150OH45,000.006,750.00Tukang Kayu0.300OH60,000.0018,000.00Kepala Tukang0.030OH75,000.002,250.00Mandor0.075OH70,000.005,250.00Jumlah62,450.00Dibulatkan62,400.00SNI. 3434:2008 6.20Memasang 1 m2 rangka langit-langit (60 x 60) cm, kayu kelas II atau IIIKaso-kaso (5 x 7 ) cm0.016m31,800,000.0029,340.00Paku 7 cm -10 cm0.250kg16,000.004,000.00Pekerja0.200OH45,000.009,000.00Tukang Kayu0.300OH60,000.0018,000.00Kepala Tukang0.030OH75,000.002,250.00Mandor0.010OH70,000.00700.00Jumlah63,290.00Dibulatkan63,200.00SNI. 3434:2008 6.21Memasang 1 m1 lisplank ukuran (3 x 20) cm, kayu kelas I atau kelas IIPapan kayu0.0108m33,500,000.0037,800.00Paku 5 cm dan 7 cm0.100kg16,000.001,600.00Pekerja0.100OH45,000.004,500.00Tukang Kayu0.200OH60,000.0012,000.00Kepala Tukang0.020OH75,000.001,500.00Mandor0.005OH70,000.00350.00Jumlah57,750.00Dibulatkan57,700.00SNI. 3434:2008 6.21Memasang 1 m1 lisplank ukuran (3 x 30) cm, kayu kelas I atau kelas IIPapan kayu0.011m33,500,000.0038,500.00Paku 5 cm dan 7 cm0.050kg16,000.00800.00Pekerja0.100OH45,000.004,500.00Tukang Kayu0.200OH60,000.0012,000.00Kepala Tukang0.020OH75,000.001,500.00Mandor0.005OH70,000.00350.00Jumlah57,650.00Dibulatkan57,600.00VIPEKERJAAN DINDINGSNI. 6897:2008 6.1Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22 ) cm tebal 1 bata, campuran spesi 1 PC : 2 PPBata Merah140.000Buah600.0084,000.00PC43.500kg1,075.0046,762.50PP0.080m3110,000.008,800.00Pekerja0.600OH45,000.0027,000.00Tukang Kayu0.200OH60,000.0012,000.00Kepala Tukang0.020OH75,000.001,500.00Mandor0.030OH70,000.002,100.00Jumlah182,162.50Dibulatkan182,100.00SNI. 6897:2008 6.2Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22 ) cm tebal 1 bata, campuran spesi 1 PC : 3 PPBata Merah140.000Buah600.0084,000.00PC32.950kg1,075.0035,421.25PP0.091m3110,000.0010,010.00Pekerja0.600OH45,000.0027,000.00Tukang Kayu0.200OH60,000.0012,000.00Kepala Tukang0.020OH75,000.001,500.00Mandor0.030OH70,000.002,100.00Jumlah172,031.25Dibulatkan172,000.00SNI. 6897:2008 6.3Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22 ) cm tebal 1 bata, campuran spesi 1 PC : 4 PPBata Merah140.000Buah600.0084,000.00PC26.550kg1,075.0028,541.25PP0.093m3110,000.0010,230.00Pekerja0.600OH45,000.0027,000.00Tukang Kayu0.200OH60,000.0012,000.00Kepala Tukang0.020OH75,000.001,500.00Mandor0.030OH70,000.002,100.00Jumlah165,371.25Dibulatkan165,300.00SNI. 6897:2008 6.7Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22 ) cm tebal 1/2 bata, campuran spesi 1 PC : 2 PPBata Merah70.000Buah600.0042,000.00PC18.950kg1,075.0020,371.25PP0.038m3110,000.004,180.00Pekerja0.300OH45,000.0013,500.00Tukang Kayu0.100OH60,000.006,000.00Kepala Tukang0.010OH75,000.00750.00Mandor0.015OH70,000.001,050.00Jumlah87,851.25Dibulatkan87,800.00SNI. 6897:2008 6.8Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22 ) cm tebal 1/2 bata, campuran spesi 1 PC : 3 PPBata Merah70.000Buah600.0042,000.00PC14.370kg1,075.0015,447.75PP0.040m3110,000.004,400.00Pekerja0.300OH45,000.0013,500.00Tukang Kayu0.100OH60,000.006,000.00Kepala Tukang0.010OH75,000.00750.00Mandor0.015OH70,000.001,050.00Jumlah83,147.75Dibulatkan83,100.00SNI. 6897:2008 6.9Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22 ) cm tebal 1/2 bata, campuran spesi 1 PC : 4 PPBata Merah70.000Buah600.0042,000.00PP11.500kg1,075.0012,362.50PC0.043m3110,000.004,730.00Pekerja0.300OH45,000.0013,500.00Tukang Kayu0.100OH60,000.006,000.00Kepala Tukang0.010OH75,000.00750.00Mandor0.015OH70,000.001,050.00Jumlah80,392.50Dibulatkan80,300.00VIIPEKERJAAN BESI DAN ALUMINIUMSNI. 7393:2008 6.1Memasang 1 kg besi profilBesi Profil1.150kgPekerja0.060OH45,000.002,700.00Tukang Las Konstruksi0.060OH60,000.003,600.00Kepala Tukang0.006OH75,000.00Mandor0.003OH70,000.00Jumlah6,300.00Dibulatkan6,300.00SNI. 7393:2008 6.2Memasang 1 kg rangka kuda-kuda baja IWFBesi baja IWF1.150kgPekerja0.060OH45,000.002,700.00Tukang Las Konstruksi0.060OH60,000.003,600.00Kepala Tukang0.006OH75,000.00Mandor0.003OH70,000.00Jumlah6,300.00Dibulatkan6,300.00SNI. 7393:2008 6.11Memasang 1 m kusen pintu aluminiumProfil alluminium1.100mskrup Fixer2.000BuahSealant0.060TubePekerja0.043OH45,000.001,935.00Tukang Kayu0.043OH60,000.002,580.00Kepala Tukang0.0043OH75,000.00Mandor0.0021OH70,000.00Jumlah4,515.00Dibulatkan4,500.00VIIPEKERJAAN BETONSNI. 7394:2008 6.1Membuat 1 m3 beton mutu fc = 7,4 MPa (K 100), slump (12 2) cm, w/c = 0,87Semen Portland247.000kg1,075.00265,525.00Pasir beton869.000kg78.5768,278.57Kerikil (maksimum 30 mm)999.000kg81.4881,400.00Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah519,238.57Dibulatkan519,200.00SNI. 7394:2008 6.2Membuat 1 m3 beton mutu fc = 9,8 MPa (K 125), slump (12 2) cm, w/c = 0,78Semen Portland276.000kg1,075.00296,700.00Pasir beton828.000kg78.5765,057.14Kerikil (maksimum 30 mm)1,012.000kg81.4882,459.26Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah548,251.40Dibulatkan548,200.00SNI. 7394:2008 6.3Membuat 1 m3 beton mutu fc = 12,2 MPa (K 150), slump (12 2) cm, w/c = 0,72Semen Portland299.000kg1,075.00321,425.00Pasir beton799.000kg78.5762,778.57Kerikil (maksimum 30 mm)1,017.000kg81.4882,866.67Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah571,105.24Dibulatkan571,100.00SNI. 7394:2008 6.4Membuat 1 m3 lantai kerja beton mutu fc = 7,4 MPa (K 100), slump (3-6) cm, w/c = 0,87Semen Portland230.000kg1,075.00247,250.00Pasir beton893.000kg78.5770,164.29Kerikil (maksimum 30 mm)1,027.000kg81.4883,681.48Air200.000kg25.005,000.00Pekerja1.200OH45,000.0054,000.00Tukang batu0.200OH60,000.0012,000.00Kepala Tukang0.020OH75,000.001,500.00Mandor0.060OH70,000.004,200.00Jumlah477,795.77Dibulatkan477,700.00SNI. 7394:2008 6.5Membuat 1 m3 beton mutu fc = 14,5 MPa (K 175), slump (12 2) cm, w/c = 0,66Semen Portland326.000kg1,075.00350,450.00Pasir beton760.000kg78.5759,714.29Kerikil (maksimum 30 mm)1,029.000kg81.4883,844.44Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah598,043.73Dibulatkan598,000.00SNI. 7394:2008 6.6Membuat 1 m3 beton mutu fc = 16,9 MPa (K 200), slump (12 2) cm, w/c = 0,61Semen Portland352.000kg1,075.00378,400.00Pasir beton731.000kg78.5757,435.71Kerikil (maksimum 30 mm)1,031.000kg81.4884,007.41Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah623,878.12Dibulatkan623,800.00SNI. 7394:2008 6.7Membuat 1 m3 beton mutu fc = 19,3 MPa (K 225), slump (12 2) cm, w/c = 0,58Semen Portland371.000kg1,075.00398,825.00Pasir beton698.000kg78.5754,842.86Kerikil (maksimum 30 mm)1,047.000kg81.4885,311.11Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah643,013.97Dibulatkan643,000.00SNI. 7394:2008 6.8Membuat 1 m3 beton mutu fc = 21,7 MPa (K 250), slump (12 2) cm, w/c = 0,56Semen Portland384.000kg1,075.00412,800.00Pasir beton692.000kg78.5754,371.43Kerikil (maksimum 30 mm)1,039.000kg81.4884,659.26Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah655,865.69Dibulatkan655,800.00SNI. 7394:2008 6.9Membuat 1 m3 beton mutu fc = 24,0 MPa (K 275), slump (12 2) cm, w/c = 0,53Semen Portland406.000kg1,075.00436,450.00Pasir beton684.000kg78.5753,742.86Kerikil (maksimum 30 mm)1,026.000kg81.4883,600.00Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah677,827.86Dibulatkan677,800.00SNI. 7394:2008 6.10Membuat 1 m3 beton mutu fc = 26,4 MPa (K 300), slump (12 2) cm, w/c = 0,52Semen Portland413.000kg1,075.00443,975.00Pasir beton681.000kg78.5753,507.14Kerikil (maksimum 30 mm)1,021.000kg81.4883,192.59Air215.000kg25.005,375.00Pekerja1.650OH45,000.0074,250.00Tukang batu0.275OH60,000.0016,500.00Kepala Tukang0.028OH75,000.002,100.00Mandor0.083OH70,000.005,810.00Jumlah684,709.74Dibulatkan684,700.00SNI. 7394:2008 6.11Membuat 1 m3 beton mutu fc = 28,8 MPa (K 325), slump (12 2) cm, w/c = 0,49Semen Portland439.000kg1,075.00471,925.00Pasir beton670.000kg78.5752,642.86Kerikil (maksimum 30 mm)1,006.000kg81.4881,970.37Air215.000kg25.005,375.00Pekerja2.100OH45,000.0094,500.00Tukang batu0.350OH60,000.0021,000.00Kepala Tukang0.035OH75,000.002,625.00Mandor0.105OH70,000.007,350.00Jumlah737,388.23Dibulatkan737,300.00SNI. 7394:2008 6.17.aPembesian 10 kg dengan besi polos atau besi ulirBesi beton (polos/ulir)10.500kg13,000.00136,500.00Kawat beton0.150kg19,000.002,850.00Pekerja0.070OH45,000.003,150.00Tukang besi0.070OH60,000.004,200.00Kepala Tukang0.007OH75,000.00525.00Mandor0.004OH70,000.00280.00Jumlah147,505.00Dibulatkan147,500.00Untuk 1 Kg Besi Beton Polos (Jumlah A x 0,1)Jumlah14,750.00SNI. 7394:2008 6.17.bPembesian 10 kg dengan besi ulirBesi beton ulir10.500kg15,000.00157,500.00Kawat beton0.150kg19,000.002,850.00Pekerja0.070OH45,000.003,150.00Tukang besi0.070OH60,000.004,200.00Kepala Tukang0.007OH75,000.00525.00Mandor0.004OH70,000.00280.00Jumlah168,505.00Dibulatkan168,500.00Untuk 1 Kg Besi Beton Ulir (Jumlah A x 0,1)Jumlah16,850.00SNI. 7394:2008 6.20Memasang 1 m2 bekisting untuk pondasiKayu kelas III0.040m33,100,000.00124,000.00Paku 5 cm - 10 cm0.300kg16,000.004,800.00Minyak bekisting0.100Liter10,000.001,000.00Pekerja0.520OH45,000.0023,400.00Tukang kayu0.260OH60,000.0015,600.00Kepala Tukang0.026OH75,000.001,950.00Mandor0.026OH70,000.001,820.00Jumlah172,570.00Dibulatkan172,500.00SNI. 7394:2008 6.21Memasang 1 m2 bekisting untuk sloofKayu kelas III0.045m33,100,000.00139,500.00Paku 5 cm - 10 cm0.300kg16,000.004,800.00Minyak bekisting0.100Liter10,000.001,000.00Pekerja0.520OH45,000.0023,400.00Tukang kayu0.260OH60,000.0015,600.00Kepala Tukang0.026OH75,000.001,950.00Mandor0.026OH70,000.001,820.00Jumlah188,070.00Dibulatkan188,000.00SNI. 7394:2008 6.22Memasang 1 m2 bekisting untuk kolomKayu kelas III0.040m3Paku 5 cm - 12 cm0.400kgMinyak bekisting0.200LiterBalok kayu kelas III0.015m3Plywood tebal 9 mm0.350LbrDolken kayu galam (8-10) cm, panjang 4 m2.000BatangPekerja0.660OH45,000.0029,700.00Tukang kayu0.330OH60,000.001,980.00Kepala Tukang0.033OH75,000.00Mandor0.033OH70,000.00Jumlah31,680.00Dibulatkan31,600.00SNI. 7394:2008 6.23Memasang 1 m2 bekisting untuk balokKayu kelas III0.040m3Paku 5 cm - 12 cm0.400kgMinyak bekisting0.200LiterBalok kayu kelas III0.018m3Plywood tebal 9 mm0.350LbrDolken kayu galam (8-10) cm, panjang 4 m2.000BatangPekerja0.660OH45,000.0029,700.00Tukang kayu0.330OH60,000.001,980.00Kepala Tukang0.033OH75,000.00Mandor0.033OH70,000.00Jumlah31,680.00Dibulatkan31,600.00SNI. 7394:2008 6.24Memasang 1 m2 bekisting untuk plat lantaiKayu kelas III0.040m3Paku 5 cm - 12 cm0.400kgMinyak bekisting0.200LiterBalok kayu kelas III0.015m3Pl,ywood tebal 9 mm0.350LbrDolken kayu galam (8-10) cm, panjang 4 m6.000BatangPekerja0.660OH45,000.0029,700.00Tukang kayu0.330OH60,000.001,980.00Kepala Tukang0.033OH75,000.00Mandor0.033OH70,000.00Jumlah31,680.00Dibulatkan31,600.00VIIIPEKERJAAN PENUTUP LANTAI DAN DINDINGSNI. 7395:2008 6.1Memasang 1 m2 lantai ubin PC abu-abu ukuran (40 x 40) cmUbin abu-abu6.630BhPC9.800kgPP0.045m3Pekerja0.250OH45,000.0011,250.00Tukang batu0.125OH60,000.007,500.00Kepala Tukang0.013OH75,000.00Mandor0.013OH70,000.00Jumlah18,750.00SNI. 7395:2008 6.2Dibulatkan18,700.00Memasang 1 m2 lantai ubin PC abu-abu ukuran (30 x 30) cmUbin abu-abu11.870BhPC10.000kgPP0.045m3Pekerja0.260OH45,000.0011,700.00Tukang batu0.130OH60,000.007,800.00Kepala Tukang0.013OH75,000.00Mandor0.013OH70,000.00Jumlah19,500.00Dibulatkan19,500.00SNI. 7395:2008 6.3Memasang 1 m2 lantai ubin PC abu-abu ukuran (20 x 20) cmUbin abu-abu26.500BhPC10.400kgPP0.045m3Pekerja0.270OH45,000.0012,150.00Tukang batu0.135OH60,000.008,100.00Kepala Tukang0.014OH75,000.00Mandor0.014OH70,000.00Jumlah20,250.00Dibulatkan20,200.00SNI. 7395:2008 6.4Memasang 1 m2 lantai ubin warna ukuran (40 x 40) cmUbin warna6.630BhPC9.800kgPP0.045m3Semen warna1.500kgPekerja0.260OH45,000.0011,700.00Tukang batu0.130OH60,000.007,800.00Kepala Tukang0.013OH75,000.00Mandor0.013OH70,000.00Jumlah19,500.00Dibulatkan19,500.00SNI. 7395:2008 6.5Memasang 1 m2 lantai ubin warna ukuran (30 x 30) cmUbin warna6.630BhPC9.800kgPP0.045m3Semen warna1.300kgPekerja0.250OH45,000.0011,250.00Tukang batu0.125OH60,000.007,500.00Kepala Tukang0.013OH75,000.00Mandor0.013OH70,000.00Jumlah18,750.00Dibulatkan18,700.00SNI. 7395:2008 6.6Memasang 1 m2 lantai ubin warna ukuran (20 x 20) cmUbin warna26.500BhPC10.400kgPP0.045m3Semen warna1.620kgPekerja0.270OH45,000.0012,150.00Tukang batu0.135OH60,000.008,100.00Kepala Tukang0.040OH75,000.00Mandor0.014OH70,000.00Jumlah20,250.00Dibulatkan20,200.00SNI. 7395:2008 6.9Memasang 1 m2 lantai ubin granit ukuran (40 x 40) cmUbin Granit6.630BhPC9.800kgPP0.045m3Semen warna1.300kgPekerja0.250OH45,000.0011,250.00Tukang batu0.125OH60,000.007,500.00Kepala Tukang0.013OH75,000.00Mandor0.013OH70,000.00Jumlah18,750.00Dibulatkan18,700.00SNI. 7395:2008 6.9Memasang 1 m2 lantai ubin granit ukuran (40 x 40) cmUbin Granit6.630BhPC9.800kgPP0.045m3Semen warna1.300kgPekerja0.250OH45,000.0011,250.00Tukang batu0.125OH60,000.007,500.00Kepala Tukang0.013OH75,000.00Mandor0.013OH70,000.00Jumlah18,750.00Dibulatkan18,700.00VIIIPEKERJAAN PENUTUP LANTAI DAN DINDING

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